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contributor authorAdel F. Bichara
date accessioned2017-05-08T20:46:44Z
date available2017-05-08T20:46:44Z
date copyrightAugust 1986
date issued1986
identifier other%28asce%290733-9437%281986%29112%3A3%28210%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26853
description abstractField conditions have been reproduced in the laboratory in order to investigate the fundamentals governing the mechanism of clogging of recharge wells. Dosing with water of controlled quality and temperature, containing different types of added suspended solids of know size, with concentration in the range 0.5–250 mg/L was carried out in 45° segmental perspex models simulating confined aquifer conditions. Both filter packed and nonfilter packed wells were tested. It was found that, the lower the concentration of the suspended solids in the recharge water the greater the weight of solids required to clog the well. The filter pack has been clearly established as a major factor in controlling the clogging speed.
publisherAmerican Society of Civil Engineers
titleClogging of Recharge Wells by Suspended Solids
typeJournal Paper
journal volume112
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1986)112:3(210)
treeJournal of Irrigation and Drainage Engineering:;1986:;Volume ( 112 ):;issue: 003
contenttypeFulltext


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